Upload
endless-love
View
225
Download
0
Embed Size (px)
Citation preview
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 1/15
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 2/15
254 Z. Li /Ap pli ed Numerical Mathematics 27 (1998) 253-267
A
u(x)
x j
oL
x j+l
F ig . 1 . A d i ag ram sh o ws wh y a f i n i te e l em en t m e th o d can n o t b e seco n d o rd er accu ra t e i n t h e i n f in i t y n o rm i f t h e i n t e r f ace
is no t a g r id po in t .
[u]~ de j l im
u ( x ) -
l i m
u ( x ) =
O, (1.3)
x ~ ? x ~ ;
[~Ux]c~
de=f lim /3( x)
u'(x) --
l im /3(x)
u ' (x )
= 0. (1.4)
X ----+C~? X - ~O~
T he so l u t i on o f (1. l ) i s typ i ca l l y non - s m o o t h a t t he i n te r f ace s i f / 3 (x ) ha s a f i n it e j um p a t e ach i n t e r f ace .
T h e p r o b l e m c a n b e s o l v e d b y b o t h f i n it e d if f e r e n c e m e t h o d s a n d f in i te e l e m e n t m e t h o d s . T h e
i m m erse d in t e r f ace m e t h od ( I IM ) [6 , 7 , 9 -11 ] i s an e f f i c i en t f i n it e d i f f e r ence app roac h fo r in t e r f ace
p rob l em s w i t h d i scon t i nu i t ie s and s i ngu l a ri t ie s . T he so l u t ion ob t a i ned f ro m t he I IM i s typ i ca l l y s econ d
o rde r a ccu ra t e in t he i n f i n it y no rm reg a rd l e s s o f t he r e l a ti ve pos i t ion be t w e en t he g r i d po i n t s and
t he i n t e r f ace s . H ow eve r , fo r t w o o r h i ghe r d i m ens i ona l p rob l em s , t he r e su l t i ng l i nea r sy s t em ob t a i ned
f r o m t h e I I M m a y n o t b e s y m m e t r i c p o s it iv e d e f i n it e .
I f t he f in i te e l em en t m e t hod w i t h t he s t anda rd l i nea r ba s i s i s u sed fo r (1. l ) w i t h p re se nce o f i n te r f ace s ,
s econd o rde r a ccu ra t e so l u t i ons can s t i l l b e ob t a i ned i f t he i n t e r f ace s l i e on t he g r i d po i n t s . T h i s c an
be p roved s t r i c t l y i n one d i m ens i ona l space . F o r h i ghe r d i m ens i ona l p rob l em s , t he ana l y s i s i s u sua l l y
g i ven i n an i n t eg ra l no rm w h i ch i s w eak e r than t he i n f in i t y no rm , s ee [1 ,3 , 4, 13 ], e t c . I f any o f t he
i n t e r f ace s i s no t a g r i d po i n t , t hen t he so l u t i on ob t a i ned f rom t he f i n i t e e l em en t m e t hod i s on l y f i r s t
o rde r a ccu ra t e in t he i n f i n i ty no rm , s ee F i g . 1 . F o r t w o o r h i ghe r d i m en s i ona l p rob l em s , i t i s d i ff i cu lt
and cos t l y to c ons t ruc t a body - f i t ti ng g r i d so t ha t t he i n t e r f ace a l i gns w i t h t he t r iangu l a t ion , e spec i a l l y
f o r m o v i n g i n te r f a c e p r o b le m s .
I n t h is p a p e r , w e t r y t o d e v e l o p a n u m e r i c a l m e t h o d w h i c h m a i n t a i n s t h e a d v a n t a g e s o f t h e s i m p l e
g r i d s t ruc t u re o f t he f i n i t e d i f f e r ence m e t hod and t he n i ce t heo re t i c a l p rope r t i e s o f t he f i n i t e e l em en t
m e t hod . T he i dea i s t o t ake a s i m p l e C a r t e s i an g r i d , fo r exam pl e , a un i fo rm g r i d , and m od i fy t he
bas i s func t i ons so t ha t t he i n t e r f ace j um p r e l a t ions a r e s a t i s fi ed . W i t h t he s i m p l e g r i d , o r t r i angu l a t ion ,
t he f in i te e l em en t m e t ho d co r r e sp onds t o a f i n i te d i f f e r ence m e t ho d i n w h i ch t he r e su l t ing l i nea r sy s -
t e m o f e q u a t i o n s i s s y m m e t r i c p o s it iv e d e f in i te . B y c h o o s i n g m o d i f i e d b a si s f u n c t i o n s , s e c o n d o r d e r
a c c u r a c y i s a c h i e v e d in t h e i n f in i ty n o r m f o r o n e d i m e n s i o n a l p r o b l e m s . I n h o m o g e n e o u s j u m p c o n -
d i ti o n s t h e n c a n b e t a k e n c a r e o f e a s i ly b y a d d i n g s o m e c o r r e c t i o n t e r m s a c c o r d i n g to t h e i m m e r s e d
i n t er f a c e m e t h o d . W e a l so p r o p o s e s o m e n u m e r i c a l m e t h o d s f o r c o n s t r u c ti n g b a si s f u n c t i o n s f o r tw o
d i m e n s i o n a l p r o b l e m s i n v o l v in g i n t e r fa c e s . W h i l e s e c o n d o r d e r c o n v e r g e n c e is p r e s e r v e d i n t h e e n -
e r g y n o r m f o r t h o s e m e t h o d s , t h e c o n v e r g e n c e o f t h o s e m e t h o d s i n t h e i n f in i ty n o r m i s s til l u n d e r
inves t iga t ion .
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 3/15
Z. Li /Ap pl ied Numerical Mathematics 27 (1998) 253-267 255
2 . M o d i f i c a t i o n o f t h e l i n e a r b a s i s
D ef i n e t h e s t an d a r d b i l i n ea r f o r m
a ( u , v ) = / ( / 3 ( x ) u ' ( x ) v ' ( x ) + q ( x ) u ( x ) v ( x ) ) d x , u ( x ) , v ( x ) E
H(~(0, 1), (2.5 )
0
w h er e H ~ ( 0 , 1 ) i s t h e S o b o l e v s p ace . T h e s o l u t i o n o f t h e d if f e r en t ia l eq u a t i o n u ( x ) ~ H ~ ( 0 , 1 ) i s a l s o
t h e s o l u t i o n o f t h e f o l l o w i n g v a r i a t io n a l p r o b l em :
a ( u ,v ) = ( f , v ) = / f ( x ) v ( x ) d x , V v E H ~ (O, 1) . (2.6)
.J
0
W i t h o u t l o s s o f g en e r a l i ty , w e a s s u m e t h a t t h e r e i s o n l y o n e i n t e r f ace a i n t h e i n t e r v a l ( 0 , 1 ) . I n t eg r a t i o n
b y p a r t s o v e r t h e s ep a r a t ed i n t e r v a ls ( 0 , a ) an d ( a , 1 ) y i e l d s
OL
= / { - ( / 3 u ' ) ' + q u - f } v + / 3 - u z v (2.7)
0
+ / { - ( / 3 u ' ) ' + q u f } v +~ + "+
- / 3 ~ . v . 2 . 8 )
O~
T h e s u p e r s c r i p t s - an d ÷ i n d i ca t e t h e l i m i t in g v a l u e a s x ap p r o ach es a f r o m t h e le f t an d ri g h t,
r e s p ec t i v e l y , an d u x = u ' . R e ca l l th a t v - = v + f o r an y v i n H d , i t f o l l o w s th a t th e d i f f e r en ti a l
eq u a t i o n h o l d s i n each i n t e r v a l an d t h a t
u + u 0 , + +
- - = = / 3 U x - / 3 - u : ; = 0 ,
w h e r e w e h a v e d r o p p e d t h e s u b s c r i p t a i n th e j u m p s s i n c e th e r e i s o n l y o n e i n t e r fa c e . T h e s e r e la t io n s
a r e t h e s am e a s i n ( 1 . 3 ) , ( 1 . 4 ) , w h i ch i n d i ca t e s t h a t t h e d i s co n t i n u i t y i n t h e co e f f i c i en t / 3 ( x ) d o es n o t
c a u s e a n y t r o u b l e f o r th e t h e o r e t ic a l a n a l y s i s o f t h e F E M a n d t h e w e a k s o l u ti o n w i l l s a ti s fy t h e j u m p
condi t ions (1 .3) , (1 .4) .
N o w l e t u s t u r n o u r a t t en t io n t o t h e n u m er i c s . F o r s i m p l i c it y , w e u s e a u n i f o r m g r i d x i = i h ,
i - - 0 , 1 ~ . . . , N , w i t h x 0 = 0 ,
X N
= 1 and h =
1 / N
i n o u r d i s cu s s i o n . T h e s t an d a r d l i n ea r b a s i s
f u n c t i o n s a t i s f i e s
1 , i f i = k , ( 2 . 9 )
¢ i ( x k ) = 0 , o th e rw i se .
T h e s o l u t i o n
Uh(X)
i s a s p ec i f i c l i n ea r co m b i n a t i o n o f t h e b a s i s f u n c t i o n f r o m t h e f i n i t e d i m en s i o n a l
s p a c e
Vh :
Vh = Vh: Vh = ~ i ¢ i ( x ) , ( 2 . 1 0 )
i=1
a(uh, Vh) = (f , Vh),
f o r V v h E
Vh.
(2 .11)
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 4/15
256 Z.
Li /Ap pl ied Numerical Mathematics 27 (1998) 253-267
I f an i n t e r f ace i s n o t o n e o f g r i d p o i n t s x i , u s u a l l y t h e s o l u t i o n
U h
i s o n l y f i r s t o r d e r a ccu r a t e i n t h e
i n fi n it e n o r m , s ee F i g . 1 . T h e p r o b l em i s t h a t s o m e b as i s f u n c t i o n s w h i ch h av e n o n - ze r o s u p p o r t n ea r
t h e i n t e r f ace d o n o t s a t i s f y t h e n a t u r a l j u m p co n d i t i o n ( 1 . 4 ) a t t h e i n t e r f ace .
T h e s o l u t i o n i s t o m o d i f y t h e b a s i s f u n c t i o n s i n s u ch a w ay t h a t n a t u r a l j u m p co n d i t i o n s a r e s a t i s f i ed :
1 , i f i = k , ( 2 . 1 2 )
¢ i ( x k ) = O, o t h e rw i s e,
[¢i] = O, (2.1 3)
[fl¢'~] = O. (2 .1 4)
O b v i o u s l y , i f
x j < a < x j + j ,
t h e n o n l y C j a n d C j + l n e e d t o b e c h a n g e d t o s a t is f y t h e s e c o n d j u m p
c o n d i ti o n . U s i n g a n u n d e t e r m i n e d c o e f f i c ie n t m e t h o d , w e c a n c o n c l u d e t h a t
O 0 ~< x < x i _ l ,
x - x j - i
h ' xj _l ~ x < X j,
C j ( x ) = x j -
D + 1 , x j <~ x < a ,
( 2 . 1 5 )
o x j + l - x )
a ~ X < Xj+ I,
D
O,
X j+ l ~< X ~< 1,
w h e r e
n = 4 0 , ~ - = 1 , ~ + = 5 , a = 2 /3
n=40 , 13- :5 , 13+=1, x=2 /3
1
0 . 8
0 . 6
0 . 4
0 . 2
0 . 6 0 . 6 5 0 . 7
0 .8
0 . 6
0 .4
0 . 2
0 . 6 0 . 6 5 0 . 7
0 . 8
0 . 6
0 . 4
0 . 2
0
n=40, 13-=1 , ~+=100, o~=2 /3 n=40 , 13-=100 , 13+=1, z=2 /3
0 . 8
0 .6
0 . 4
0 .2
0
0 . 6 0 . 6 5 0 . 7 0 . 6 0 . 6 5 0 . 7
Fig. 2. Plot of some basis function near the interface with dif ferent/3- and/3+.
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 5/15
Z . L i /A pp l i e d Num er i ca l Mathem at i cs 27 (1998) 253-2 67
257
a n d
Z - Z +
_ / 3
P
= ~ -T , D = h /3+ (x j+ l - ~ ) ,
(2 .16)
O, O ~ X < X j ,
X - - X j
D ' x j ~ x < o : ,
(~j+l(X) = p ( x - X j + l ) -~ - 1 c~ <<. x < x j + l ,
D
x j + 2 - - x
h ' X j + l ~ X ~ X j + 2 ,
O,
X j+ 2 <<. X <<. 1.
(2 .17)
F i g . 2 show s seve ra l p l o t s o f t he m od i f i ed ba s i s func t i ons
C j ( X ) ,
0j+ l (X) , a n d s o m e n e i g h b o r i n g
bas i s func t i ons , t ha t a r e the s t anda rd ha t func t i ons . A t t he i n t e r f ace , w e c an see c l ea r l y t he k i nk i n t he
bas i s func t i on w h i ch r e f l e c t t he na t u ra l j um p cond i t i ons .
3 T h e t h e o r e t ic a l a n a l y s i s
In t h is s ec t i on , w e p ro ve t ha t t he so l u t ion ob t a i ned f ro m t he f i n it e e l em en t m e t h od w i t h t he m od i f i ed
bas i s func t i on i s s econd o rde r a ccu ra t e i n t he i n f i n i t e no rm .
F o r t he s ake o f c l ean and conc i se p roo f , w e de r i ve t he t heo re t i c a l ana l y s i s fo r t he s i m p l e m ode l :
- / 3 ( x ) u " = f ( x ) , f ( x ) E C [0 , 1], 0 <~ x ~< 1, (3 .18 )
u(0 ) = O, u( 1) = 0 , (3 .19)
w i t h
/3(x) = { / 3 - , i f O ~< x < c~,
/3+ , i f c ~ < x ~ < l ,
w h e r e / 3 - a n d / 3 + a r e t w o c o n s t a n t s . T h e s o l u t i o n u ( x ) E H i sa t i s f i e s t he na t u ra l j um p cond i t i ons
a t c~. I f t he va l ue o f t he so l u t i on a t c~ i s know n , s ay uc~ , t hen t he p r ob l em i s eq u i va l en t t o t he fo l l ow i ng
t w o s e p a r a t e d p r o b le m s :
- / 3 - u " = f ( x ) , 0 ~ < x < o ~ , an d u ( 1 ) = 0 .
~ (0 ) = 0 , ~ (~ ) = ~ , ~ (~ ) = ~ ,
T h e r e f o r e f r o m t h e r e g u l a r i t y t h e o r y w e k n o w t h a t
u ( x ) E
C2[0 , 1] i n each sub-domain and uz-~ =
l im x ~ a -
u " ( x )
a n d u +x = l i m x ~ +
u " ( x )
are f in i t e . We def ine
IL~ llo~ = - m a x I~xxl, I x~l, sup
lUxxl,
sup I~xxl , (3 .20)
0<x<a c~<x<l
w h i c h i s b o u n d e d .
3.1. The in terpolant o f the solut ion
A s i n t he s t anda rd F E M ana l y s i s , an i n t e rpo l a t i ng func t i on o f t he so l u t ion p l ays an i m po r t an t ro l e in
t he e r ro r ana l y s i s . I n th i s subsec t i on , w e w i l l de f i ne t he p i ecew i se li nea r func t i on i n the space ~ w h i ch
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 6/15
258 Z.
L i / A p p l i e d N u m e r i c a l M a t h em a t i c s 2 7 (1 9 9 8 ) 2 5 3 - 2 6 7
a l s o i n t e r p o l a t e s u ( x ) a t t h e n o d e p o i n t s . A s s u m i n g t h a t xj <~ o~ < xj + l, w e d e f i n e a n i n t e r p o l a n t o f
u ( x )
a s f o l l o w s :
X i + l - - X X - - X i
h u (x i ) + - - -h -u (x i+ l ) , i # j , x~ <~ x <~ X~+l ,
u i ( x ) = u (x j ) + t ~ (x - u ( x j ) ) , x j ~< x < o~, (3 .2 1)
u(X j+ l) + ~ p ( x - x j+~ ), o~ <~ x <~
xj+, ,
w h e r e
9 - ~ x j + l ) -
~(~)
p - f l+ , t~ = . ( 3 .22 )
o ~ - x j - p o ~ - X j + l )
I t i s e a s y t o v e r i f y t h a t
U l ( X i ) = u ( x i ) , i = 0 , 1 , . . . , N - 1 , ( 3 . 2 3 )
[ui] = O, [ /3u}] = O, (3. 24 )
a n d h e n c e
ux(x ) E Vh.
B e f o r e g i v in g a n e r ro r b o u n d f o r ] ] u i ( x ) - u ( x ) ] ] , ¢ , w e n e e d t he f o l lo w i n g
l e m m a w h i c h g i v e s t h e e r ro r e s t i m a t e s f o r t h e f ir st d e r i v a t i v e s o f u i ( x ) a p p r o x i m a t i n g u ' ( x ) .
L e m m a 3 . 1 .
G iven u i ( x ) as de f ined in
(3 .21 ) ,
the fol lo win g inequali t ies hold:
OZ - - X j - - p ( O - - X j + I ) ~ m i n { ½ h , ½ h P } ,
I ,~ - ~ ; I ~ < c I l u l l ~ h ,
I p ~ - ux+l ~< C Ilu ll~ h,
w h e r e
2 max{ 1 , p}
C -
m i n { 1 , p }
( 3 . 2 5 )
( 3 . 2 6 )
( 3 . 2 7 )
( 3 . 2 8 )
S o C a c t s l i ke a c o n d i t io n n u m b e r f o r t h e in t e r f a c e p r o b l e m .
P r o o f . I t i s o b v i o u s th a t
{ 0~ - - X j - - p ( ( y - X j + l ) ~ p ( x j + l - o L ) ~ ½hP, i f ~ - x j < ½h,
OL - - X j - - p (O L - - X y + I ) ~ O - - X j
~ ½ h, if c~ -
x j > ½h,
w h i c h c o n c l u d e s t h e f i rs t i n e q u a l i t y . U s i n g t h e T a y l o r e x p a n s i o n a b o u t c~, w e h a v e
- x j - p c ~ - x y + l )
= ~ + + ~ + x j + ~ - ~ ) + ½ ~ x x ~ 1 ) x ~ + ~ - ~ ) 2
o ~ - x j - p o ~ -
x j + l )
_ _ U - d - U + x ( X j - - O l ) -'~ l U x x ( ~ 2 ) ( X j - -
O~)2 __ Ztx ,
o ~ - x a - p c ~ -
X j + l )
w here ~ 1 E
(o~ ,x j+l )
a n d ~2 E ( x j , o ~ ) . W i t h t h e j u m p c o n d i t i o n s u + = u - a n d
u + - - pu x ,
t h e
e x p r e s s i o n a b o v e i s s i m p l i f i e d t o
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 7/15
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 8/15
260
Z . L i / A p p l i e d
Numer i ca l M a thema t i c s
27 (1998) 253-267
P r o o f . I f c~ ~ [ X i , X i + l , t h e n / 3 x ) a n d
v l h x ) a r e
t w o c o n s t a n t s . S o
Xi+l Xi+l
x i x i
g,t
z z _~
/ ~ ( X i + I / 2) V h ( X i + I / 2 ) ( U ( X ) __ U I ( X ) )
x i + ,
x i
w h e r e X i + l / 2 = X i
J r h / 2 .
O n t h e o t h e r h a n d i f o L [ X j , X j + I , t h e n
Xj4-1
f ~ ( X ) ( U ( X ) - t t i ( x ) ) t V l h ( X ) d x
x j
oL Xj+ l
~---~ - V S ,( ~ 'l) / U ( X ) -
Z I ( X ) )
d x
- { - / ~ - t - v ~ ( ~ C 2 )
/ ( ' U ( X ) -
g l ( X ) ) t
d x
x j
o~
= 9 - v g ( ¢ , ) ( ~ - - * 6 ) - ; ~ ~ ( ¢ 2 ) ( ~ + - ~ / + ) = 0 ,
w h e r e { 1 a n d { 2 a r e a n y t w o p o i n t s i n t h e i n t e r v a l
x j , c~ )
a n d ~ ,
x j + l ) ,
r e s p e c t i v e l y . I n t h e d e r i v a t i o n
a b o v e , w e h a v e u s e d t h e n a tu r a l j u m p c o n d i t i o n 1 . 3 ) , 1 . 4 ) f or t h e b a s i s f u n c t i o n
V h
a n d c o n t i n u i t y
c o n d i t i o n s f o r u x ) a n d u z x ) at c~:
- -
/~ V h ( ~ l ) = / ~ + / ) h ( ¢ 2 ) , t t + = i t - , U t = U 7 . [ ]
B e l o w i s t h e m a i n t h e o r e m o f c o n v e r g e n c e f o r t h e m o d i f i e d f i n i t e e l e m e n t m e t h o d .
T h e o r e m 3 . 4 .
L e t U h X ) b e th e so l u t i o n o b t a i n e d f r o m t h e f i n i t e e l e m e n t m e t h o d w i t h t h e m o d i f i e d
b a s i s f u n c t i o n . T h en
I I U ( X ) - U h ( X ) llo ~
Cllu"llooh 2, (3.31)
w h e r e
C - 2 m a x { l , p } 3
+ 2 3 . 3 2 )
m i n { 1 , p }
P r o o f . F o r a n y v h C V h , w e h a v e
a(u
- t t i , V h ) =
a(u
- t t h q- t t h - u I~ V h) :
a(u -
Uh, Vh) Jr-
a(uh
- - t t I ~ Vh ) "=
a(uh
- - U I ~ V h ) .
F r o m t h e d e f i n i t i o n o f a u , v ) a n d L e m m a 3 . 3, w e k n o w t ha t
1 N - 1 X i + l
0 i = 0 x i
T a k e
V h = U h - - U 1 E V h ,
w e c o n c l u d e
a u h - - u i , U h
- - U X ) = 0 , w h i c h i m p l i e s t h a t
U h X ) = u r x ) .
T h u s
t , ~ ( ~ ) - ~ h ( X ) [ < - 1 ' 4 ) - - ~ * ' ( x ) l + 1 ~ I ( x ) - - ~ h ( X ) l - - < I ' * ( x ) - - u ~ ' ( x ) l ~ < C P I ~ I I ~
h 2 .
[ ]
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 9/15
Z. Li /Applied NumericalMathematics27 (1998) 253-267
261
R e m a r k 3 .1 . T h e c o n c l u s i o n c a n b e e a s i ly e x t e n d e d to t h e m o r e g e n e r a l c a s e (1 .1 ) , (1 .2 ) w i t h v a r ia b l e
/ 3 (x ) . T he key m od i f i c a t i on i s t he fo l l ow i ng :
N - I x i + l
1 .
a ( u - u i , Vh)= ~ / ( /3 (x) - ~+ ~/2) (u
U i ) t V t h
d
i = O , i ¢ j , j + l x i
dx
O~ Xi+l
+ f (/ 3 (x )- -~l)(u - uz)'Vlh dx + / (/ 3 (x )- -~r)(U - UI)'Vlh dx,
x j a
w h e r e
~i+1/2, ~l
and ~ r a r e the ave ra ge va l ue s o f / 3 (x ) i n t he i n te rva l s [x i , x i + l ] ,
[xj,
c~] and [c~,
xj+l],
r e spec t i ve l y , w h i ch a r e f i r st o rde r app rox i m a t i ons t o / 3 ( x ) i n t ha t spec if i c i n t e rva l . N o t e t ha t
ui (x )
is
a s e c o n d o r d e r a p p r o x i m a t i o n t o u(x) i n t he i n f i n i t e no rm , w h i ch m eans t ha t u)(x) i s a f i r s t o rder
app rox i m a t i on t o
u~(x)
excep t a t g r i d po i n t s and t he i n t e r f ace c~ . T hus w e have
a(uh -- ui, Vh) <. Clh llu -
u / I l l
I l v h l l l ~ < Clh211u "ll~llvhlll.
T a k i n g Vh = Uh -- UI E Vh, w e c o n c l u d e
II ~h - ~ 1 1 1 < c l h 2 1 1 ~ l [ ~ .
T he f i na l i nequa l i t y t hen fo l l ow s :
l u ( x ) - U h ( X ) l ~< l u ( x ) - u ~ ( x )l + l u i ( x ) - u h ( z ) l
< +
~ C I l ~ " l l~ h 2 ,
w i t h a d i f f e r en t e r ro r cons t an t C .
4 Num er ica l exam ples
We have done qu i t e a num ber o f num er i ca l t e s t s . A l l t he r e su l t s ag ree w i t h t he t heo re t i c a l ana l y s i s .
T he i n t eg ra l s
x i + l x i + l
/ ¢ i ( x ) f ( x ) d x
and /
¢:(x)¢1j(x)dx
x i x i
a re eva l ua t ed u s i ng t he t r apezo i da l ru l e . We j u s t p r e sen t one exam pl e be l ow .
T he d i f f e r en t i a l equa t i on i s
/3 - if x < c~,
(/3Ux)x=
1 2 x 2, 0 ~ < x ~ < 1 , / 3 = /3 + i f x > ~ ,
~ ( 0 ) = o , ~ ( 1 ) = 1 / 9 + + ( 1 / 9 - - 1 / 9 + ) ~ 4 .
T he na t u ra l j um p cond i t i ons (1 . 3) , ( 1 . 4 ) a r e s a t is f ied . T he e xac t so l u t i on is
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 10/15
262
Z. Li /App lied Numerical Mathematics 27 (1998) 253-267
f X 4 / / 3 - i f x < c~,
u(x) = I x4//3+ +
(1 //3- - 1/ /3+ )c0 if x > c~,
where the parameters/3- and/3+ are two constants.
Since Simpson 's rule has degree of precision three and f ( x ) is a quadratic, there are no errors
in computing
f ¢ i ( x ) f ( x )dx
and f ¢~(x)¢}(x)dx. We expect the solution obtained using the FEM
method to be the same as the interpolating function defined in (3.21), provide there is no round-off
error involved. In other words, the compu ted solution agrees with the exact solution at grid points and
is second order accurate at any other points. Numerical experiments have confirmed the theoretical
analysis. The infinity norm o f the computed solution at grid points is between 6 x 10 -15 to 3 x 10 -13
in double precision. At any other points, the FEM solution is defined as
N
Uh(X) = ~ ui¢i(x), (4.33)
i=0
where ui is the computed solution at the grid point xi, the error decreases by a factor of 4 if we
double the grid size. Table 1 shows the grid refinement analysis in the infinity norm for two different
2
points which are not part of the grid. In the first ca se ,/ 3- = 1,/3+ = 100, and the interface is o~ =
which is not a grid point. We see that the computed solution at the interface itself has average second
order accuracy. In the second case, we take the sam e/ 3- and /3+ , but the interface is c~ = 0.5 which
is a grid point. Since there is no interface between the grid points, the solution at the interface c~ is
again accurate to the machine precision up to a factor of the condition number of the discrete linear
system. The r ight part of the table shows the grid refinement analysis at c~ + ~ which is not a grid
point. We see that the error is reduced by a factor of 4. Notice that, for interface problems, the error
constant which is O(1) may not approach to a constant. It will depend on the relative position of the
interface and the grid. This is the case in the left part of the table. By the second order accuracy, we
actua lly mean the average convergence rate of the solution, the reader is referred to [10,12] for more
information on the error analysis. For the second case, since the interface is a grid point, the error
constant will indeed approach to a fixed number.
Fig. 3(a) is the plot of the solution with 40 grid points. There is no difference between the computed
and the exact solution at the grid points. The differences in other places are too small to be visible.
Table 1
Grid refinement analysis for the examp le with /3- = 1, /3+ = 100. The left part of the table: the error of the solution
2 The right part of the table: the rr or of the soluti on evalu ated at x = 0.5 + 5' c~ = 0.5valua ted at the inter face x = c~ = 7
7~, Cn en /e 2n Cn/ C4 n '1% Cn en /C 2n
20 4.4312 × 10 -5
40 5.4822 × 10 -6 8.0829
80 2.7347 × 10 -6 2.0047
160 3.4478 × 10 7 7.9318
320 1.7038 × 10 -7 2.0235
640 2.1582 × l0 -8 7.8948
16.2038
15.9010
16.0503
15.9752
20 2.2844 × 10 -5
40 5.8259 × 10 -6 3.9211
80 1.4420 × 10 -6 4.0403
160 3.6229 × 10 -7 3.9801
320 9.0347 x 10 -8 4.010 0
640 2.2615 × 10 -8 3.9950
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 11/15
Z. Li /Ap plied Numerical Mathematics 27 (1998) 253-267 263
0 3
0 2 5
0 2
0 1 5
0 1
0 0 5
0
0 0 5
n = 4 0 , [~ = 1 [ ~ + = 1 0 0 f~2/3
0 0 C o m p u t e d
E x a c t
C = = C C C O ~
I I I I I I t I I
0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9
× 1 4
E r r o r P l o t n : 4 0 , ~ 1 , { ~ * : 1 0 0 1 1 -- 2/ 3
(a) (b)
Fig. 3. Com parison of the com puted solution and exact solution when ~z = 40. (a) The solution plo t. (b) The erro r plot.
F i g . 3 ( b ) i s t h e e r r o r p l o t o f t h e e r r o r i n th e e n t i r e i n t e r v a l . W e s e e t h e e r r o r s a r e z e r o a t g r i d p o i n t s
and
O ( h 2 ) a t o t h e r p o i n t s .
5 C o n s t r u c t i n g b a s i s f u n c t i o n s i n t w o d i m e n s i o n s
T h e m o d e l e q u a t i o n i n t w o d i m e n s i o n s o n a r e c t a n g u l a r r e g i o n w i t h a c l o s e d i n t e r f a c e i s
V . ( / 3 V u ) = f ( x , y ) , ( x , y ) c f2 , ( 5 . 3 4 )
g i v e n B C o n 0 S ?, ( 5 .3 5 )
s e e th e d i a g r a m i n F i g . 4 . T h e n a t u r a l j u m p c o n d i t i o n s a c r o s s th e i n t e r f a c e F a r e
[u] = 0, [/3u~] = 0, (5 .36 )
w h e r e u ~ i s t h e n o r m a l d e r i v a t i v e .
A s d i s c u s s e d i n p r e v i o u s s e c t i o n s , w e w i l l u s e a u n i f o r m t r i a n g u l a t i o n , s e e F ig . 5 . I f a c e l l c o n t a i n s
n o i n t e r f a c e, w e c a n u s e t h e s t a n d a r d l i n e a r b a s is f u n c t i o n o v e r t h a t c e l l. I t i s m o r e d i f f ic u l t t o c o n s t r u c t
b a s i c f u n c t i o n i n t w o d i m e n s i o n s w h e n i n t e r f a c e c u t s t h r o u g h t h e u n i f o r m t r i a n g u l a t i o n . I t i s t r u e t h a t
w e c a n e a s i l y f i n d p i e c e w i s e l i n e a r , o r q u a d r a t i c , o r c u b i c f u n c t i o n w h i c h i n t e r p o l a t e s t h e s o l u t i o n
o f ( 5 . 3 4 ), ( 5 .3 5 ) t o s e c o n d o r h i g h e r o r d e r a c c u r a c y u s i n g t h e T a y l o r e x p a n s i o n . T h e d i f f i c u l t y i n
c o n s t r u c t i n g t h e b a s i s f u n c t i o n i s t h e r e q u i r e m e n t s o f c o n t i n u i t y in t h e e n t ir e r e g i o n a n d t h e j u m p
c o n d i t i o n s a c r o s s t h e i n t e r f a ce . T h e r e a r e s e v e r a l a p p r o a c h e s c u r r e n t l y u n d e r i n v e s t i g a t io n . B u b e a n d
K a u p e [ 2 ] a r e t y i n g t o u s e a q u a d r i l a t e r a l t r i a n g u l a t i o n . H o u a n d W u [ 5 ] a r e e x p e r i m e n t i n g w i t h b o t h
c o n f o r m i n g a n d n o n - c o n f o r m i n g b a s i s f u n c t i o n s . B e l o w w e p r o p o s e a n a p p r o a c h w h i c h i s i n t h e s a m e
s p ir it a s o u r d i s c u s s i o n f o r o n e d i m e n s i o n a l p r o b l e m . W e w i l l s ti c k w i th c o n f o r m i n g b a s is f u n c t io n s ,
t h a t i s , t h e b a s i s f u n c t i o n s b e l o n g t o H01 ( £ 2) .
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 12/15
264 Z Li /Appli ed Numerical Mathematics 27 (1998) 253-267
~+
f~
F i g . 4. A d i a g r a m f o r a m o d e l p r o b l e m i n t w o d i m e n s i o n s .
F
A~
E
y~
G
h
xl
Fig . 5 . A typ ica l c e l l w i th the in t e r face cu t t ing th rough .
5.1. A coupled approach
N o w t a k e a t y p i c a l c a s e a s s h o w n i n F i g . 5 . A n a r b i t r a r y c l o s e d i n t e r f a c e c a n b e a p p r o x i m a t e d b y
p i e c e w i s e li n e s e g m e n t s . W e w a n t t o f in d a b a s i s f u n c ti o n ¢ ( x , y ) , f o r e x a m p l e , c e n t e r e d a t
(xi , y j)
w h i ch s a t i s f i e s
¢ ( x , y ) E C ( O ) ,
¢(x i , y j )
= l , (5 .37)
¢ ]
= o , = o . 5 . 3 8 )
I t i s q u i t e o b v i o u s th a t a li n ea r b a s i s f u n c t i o n w i l l n o t w o r k . I n s t ead , w e t r y to u s e a p i ecew i s e q u ad r a t i c
b as i s f u n c t i o n . I n F i g . 5 , t h e i n t e r f ace d o es n o t cu t t h r o u g h t h e t r i an g l e s 4 , 5 an d 6 . T h e r e f o r e t h e
b as i s f u n c t i o n can b e t ak en a s t h e s t an d a r d l i n ea r b a s i s f u n c t i o n o v e r t h o s e t r i an g l e s .
T h e t r i an g l e s l , 2 an d 3 co n t a i n a p o r t i o n o f t h e i n t e rf ace w h i ch d i v i d e s t h e r eg i o n i n t o s i x p i ece s ,
t h r ee tr i an g l e s an d t h r ee q u ad r i la t e r a l s. T h e p i e cew i s e q u ad r a t i c f u n c t i o n o v e r th e s i x p i ece s can b e
d e t e r m i n e d u s i n g t h e
undetermined coefficient method.
T h e t o t a l n u m b e r o f d e g r e e s o f f r e e d o m i s 3 6
w i t h o u t an y co n s t ra i n s . T h e co n t i n u i t y co n s t r a i n s i n v o l v i n g b o t h t h e s i d e s o f t h e tr i an g l e s an d t h e
i n te r f a ce a r e 3 3 . T h e r e m a i n i n g 3 d e g r e e s o f f r e e d o m a r e t h en u s e d t o s a t is f y th e f l u x j u m p c o n d i t i o n
[ /3¢n] --- 0 to cer t a in de gree . Fo r ins tanc e , we can f orce [ /3¢n] to be zero a t the m id-po in t s o f l inear
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 13/15
Z L i / A p p l i e d N u m e r ic a l M a t h e m a t i c s 2 7 1 9 9 8 ) 2 5 3 - 2 6 7
265
s e g m e n t s
A B , B C ,
a n d
C D .
A t o t h e r p o i n t s o f t h e i n t e r face , I t C h ] w i l l a l s o b e v e r y s m a l l f r o m t h e
c o n t i n u i ty c o n d i t i o n o f t h e s o l u t i o n a n d t h e a s s u m p t i o n t h a t t h e n o r m a l d i r e c ti o n o f t h e i n t e rf a c e d o e s
n o t c h a n g e t o o m u c h i n t h e c e l l .
I n t h e en d , w e n eed t o s e t u p a l in ea r s y s t em o f eq u a t i o n f o r t h e co e f f i c i en t s o f t h e q u ad r a t i c b a s i s
f u n ct io n . T h e n u m b e r o f u n k n o w n s c a n b e g r e at ly r e d u c e d i f w e t a k e a d v a n t a g e o f th e b o u n d a r y
co n d i t i o n s . F o r ex am p l e , t h e f u n c t i o n ¢ ( x , y ) o n th e q u ad r i l a t e ra l
A B O E
can b e w r i t t en a s
¢ ( x , y ) = a o + a l ( x - x i - 1 ) + a 2 (y - - y j ) + a 3 ( x - - x i - 1 ) ( y - y j ) .
I t i s n o t s o e a s y t o i m p l e m e n t t h e a p p r o a c h d i s c u s s e d a b o v e b e c a u s e t h e b a s i s f u n c t i o n s o n s e v e r a l
ce l l s a r e co u p l ed t o g e t h e r . T h i s i s t h e p r i ce w h i ch w e n eed t o p ay f o r i n t e r f ace p r o b l em s t o o b t a i n
m o r e a c c u r a t e r e s u lt s . H o w e v e r w e c a n s i m p l i f y t h e p r o c e s s o f c o n s tr u c t in g t h e b a s is f u n c t i o n i f w e
c a n
p r e - d e t e r m i n e
t h e v a l u e s o f t h e b a s i s f u n c t i o n a t p o i n t s B , an d C a s in th e ex a m p l e o f F i g . 5 . A n
i n t e r p o l a t i o n ap p r o ach t o d e t e r m i n e t h o s e v a l u e s w i l l b e d i s cu s s ed l a t e r i n t h i s s ec t i o n .
5 .2 . A d eco u p l ed a p p ro a ch
S u p p o s e w e c a n p r e - d e t e r m i n e t h e v a l u e s o f th e b a s i s f u n c ti o n a t th o s e p o i n t s B , a n d C i n F i g . 5 ,
t h en w e can co n s t r u c t a b i l i n ea r f u n c t i o n i n each q u ad r i l a t e r a l w h i ch i n t e r p o l a t e s t h e f u n c t i o n v a l u e s
a t t h e v e r t i c e s an d t h o s e i n t e r s ec t i o n s s u ch a s t h e p o i n t s B , an d C i n F i g . 5 . T h e b i l i n ea r f u n c t i o n s
¢ ( x , y ) w i l l b e l i n e a r o n t h e b o u n d a r y o f th e r e g i o n a s s h o w n i n F ig . 5 . F o r e x a m p l e , t h e b i l in e a r
f u n c t i o n ¢ ( x , y ) o n t h e q u ad r i l a t e r a l A B O E is
¢ X , y ) - - X - h x i - 1 q - ~ Y - y j ÷ 1 ÷ q ( x - x i - 1 ) y - y f i ) ,
w h e r e q i s c h o s e n s u c h t h at ¢ ( x B , YB ) = C B , th e p r e - d e t e r m i n e d v a l u e o f t h e b a si s f u n c t i o n a t B .
O n c e w e h a v e d e t e r m i n e d t h e b i l i n e a r f u n c t i o n o n e a c h q u a d r i l a t e r a l , t h e n w e k n o w t h e v a l u e s
o f th e b a s i s f u n c t i o n a t m i d - p o i n t s o f a ll s i d e s o f e ach t r i an g l e s. T h u s a q u ad r a t i c f u n c t i o n i s e a s i l y
d e t e r m i n ed f r o m t h e s i x v a l u e s o f th e b a s i s f u n c t i o n o n each t r i an g l e .
I n t h e a p p r o a c h w e d e s c r i b e d a b o v e , w e a r e a l m o s t a b l e t o f i n d t h e b a s i s f u n c t i o n o n e a c h t r i a n g l e
s ep a r a t e l y , w h i ch m ak es i t e a s i e r t o a s s em b l e t h e s t i f f n e s s m a t r i x .
5 .3 . I n t e rp o l a t io n sch em e f o r t h e p re -d e t e rm i n ed va l u e s
T h e ap p r o ach d e s c r i b ed ab o v e r e l y o n t h e v a l u e s a t i n t e r s ec t io n s o f t h e i n t e r face an d t h e i n te r i o r
s i d e s o f t h e t ri an g l e s . I d ea l l y , t h e b a s i s f u n c t i o n can b e t ak en a s t h e s o l u t i o n o f th e f o l l o w i n g P o i s s o n
e q u a t i o n w i t h n a t u r a l j u m p c o n d i t i o n s :
v . ( 3 v ¢ ) = o ,
[¢] = o , [9 ¢ , ] = o .
T h e b o u n d a r y c o n d i t i o n i s
I X - - X i - - 1
X - - X i
¢ =
0
o n
E O ,
o n
E F ,
o n E G , G H a n d H F .
( 5 . 3 9 )
( 5 . 4 0 )
(5 .41)
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 14/15
266 Z.
Li / Applied Numerical Mathematics 27 (1998) 253-267
O n c e w e k n o w t h e s o l u t io n o f th e P D E a b o v e , w e c a n g e t t h o s e p r e - d e t e rm i n e d v a l u e s . H o w e v e r , it
i s t o o co s t l y t o s o l v e t h e P D E ab o v e a t a l l t h e ce l l s w h i ch co n t a i n t h e i n t e r f ace . W h a t w e can d o ,
h o w e v e r , is t o u s e a n i n te r p o l a ti o n s c h e m e i n t e rm s o f t h e b o u n d a r y v a l u e s , t h e j u m p c o n d i t io n s , a n d
t h e p a r t i a l d i f f e r en t i a l eq u a t i o n i t s e l f , f o r ex am p l e ,
T h e co e f f i c i en t s c an b e d e t e r m i n ed u s i n g t h e w e i g h t ed l e a s t s q u a r e s i n t e r p o l a t i o n [ 1 0] an d t h e p r o ced u r e
i s b r i e f l y d e s c r i b ed b e l o w :
S e l ec t a p o i n t X o n t h e i n t e r face .
. . . . .+
U s e t h e l o ca l co o r d i n a t e s a t X i n t h e t an g en t i a l an d n o r m a l d i r ec t io n s o f t h e i n t e r f ace .
_____+*
U s e t h e T a y l o r e x p a n s i o n o v e r X t o e x p a n d t h e v a l u e s f r o m e a c h s i d e o f t h e i n te r fa c e .
E l i m i n a t e t h e q u an t i ti e s o f o n e s i d e , s u ch a s th e s o l u t i o n , th e d e r i v a t i v e s u p t o s eco n d o r d e r, i n
t e r m s o f an o t h e r u s i n g t h e j u m p c o n d i t i o n s a n d t h e d i f f e ren t i a l eq u a t i o n .
S e t u p an d s o l v e t h e li n ea r s y s t e m o f eq u a t i o n t o g e t t h e co e f f i c i en t s o f th e i n t e r p o l a ti o n .
T h e d e t a i l s c an b e f o u n d i n [ 8 , 1 0 ] w i t h s o m e m o d i f i c a t i o n .
T h eo r e t i c a l l y , i f t h e b a s i s f u n c t i o n s b e l o n g t o H 01 ( ~ ) s p ace an d s a t i s f y t h e n a t u r a l j u m p c o n d i t i o n s ,
t h e n t h e s t a n d a r d e r r o r a n a l y s i s u s i n g t h e e n e r g y n o r m w o u l d a p p l y . S o w e w o u l d h a v e t h e s t a n d a r d
co n v e r g en c e r e s u l t ev e n i f t h e r e i s an i n t e r f ace i n th e s o l u t i o n d o m a i n . I t is n o t e a s y t o s ee o r p r o v e
w h e t h e r t h e m e t h o d s d e s c r i b e d a b o v e a r e s t i l l s e c o n d o r d e r a c c u r a t e i n t h e i n f i n i t y n o r m . H o w e v e r ,
t h e a p p r o a c h e s d e s c r i b e d a b o v e c e r t a i n l y h a s b e t t e r a c c u r a c y c o m p a r e d t o t h e s t r a i g h t f o r w a r d f i n i t e
e l em en t m e t h o d w i t h n o m o d i f i c a t i o n s . T h e p r i ce i s t h e ex t r a co s t a t t h o s e ce l l s w h e r e t h e i n t e r f ace
cu t s t h r o u g h .
I n s u m m ar y , t h e m o d i f i ed f in i te e l em en t m e t h o d u s i n g t h e s i m p l e o r u n i f o r m t r i an g u l a t i o n i s v e r y
a c c u r a t e f o r o n e - d i m e n s i o n a l p r o b l e m s a n d v e r y p r o m i s i n g f o r t w o - d i m e n s i o n a l p r o b l e m s . T h e c o r -
r e s p o n d i n g f in i te d i ff e r e n c e m e t h o d w o u l d a l l o w u s to d e a l w i th i n h o m o g e n e o u s j u m p c o n d i t io n s .
H o w e v e r , t h e a n a l y s i s f o r t w o o r h i g h e r d i m e n s i o n a l i n t e r f a c e p r o b l e m s i s f a r f r o m c o m p l e t e . W e
h o p e t h e i d ea s p r e s en t ed i n t h i s p ap e r w i l l ev en t u a l l y l e ad t o t h e d ev e l o p m en t o f s o m e e f f i c i en t f i n i t e
e l e m e n t m e t h o d s w i t h s i m p l e t ri a n g u la t io n s f o r t w o a n d t h r ee d i m e n s i o n a l p r o b l e m s .
cknowledgements
T h e a u t h o r w o u l d li k e to th a n k T h o m a s H o u , T o n y C h a n , J i n c a o X u , X i a o h u i W u a n d o t h e r p e o p l e
f o r v e r y u s e f u l d i sc u s s i o n s a n d e n c o u r a g e m e n t s f o r t h is p r o j e c t s. T h e a u t h o r a l s o t h a n k s t h e r e f e r e e ' s
c o m m e n t s a n d s u g g e s t i o n s .
References
[1] I . Babu~ka, The finite element method for elliptic equations with discontinuous coefficients,
Computing 5
(1970) 207-213.
[2] K. Bube and T. Kaupe, Private communications.
[3] Z. Chen an d J. Zou , Finite e lem ent meth ods and their conv ergen ce for elliptic and parabo lic interface
problems, Research Repor t No. Math-96-25(99) , CU HK (1996).
8/10/2019 The Immersed Interface Method Using a Finite Element Formulation Zhilin
http://slidepdf.com/reader/full/the-immersed-interface-method-using-a-finite-element-formulation-zhilin 15/15
Z. Li /Appl ied Numerical Mathematics 27 (1998) 253-267 267
[4] H. H an , The num er i ca l so lu t i ons of the i n t e r face prob l ems by i n f in i t e e l ement me t hods , Nu m e r . M a t h . 39
(1982) 39-50 .
[5] T . Ho u and X. W u, P r i va t e comm uni ca t i ons .
[6] R . J . LeVeque and Z . L i , The i mm ersed i n t e r face me t ho d for e l li p ti c equa t ions w i t h d i scont inuous coe f f i c ien t s
and s ingular sources , S I A M J . Nu m e r . A n a l . 31 (1994) 1019-1044.
[7] R . J. LeV eque and Z . L i , S i mul a t i on of bubbl e s i n c reep i ng f l ow us i ng t he i mm ersed i n t e r face me t hod , in :
P r o c . 6 th I n t e rn a t i o n a l S y m p o s i u m o n C o m p u t a t io n a l F l u i d D y n a m i c s (1995) pp. 688-693.
[8] R . J . LeVeque and Z . L i , Imm ersed i n t e r face me t ho d for S t okes f l ow wi t h e l a s ti c bounda r i e s o r sur face
tension, SI AM J . Sc i . S ta t is t . Com put . 18 (1997) 709-735.
[9] Z . L i , The i mm ersed i n t e r face me t ho d- -a numer i ca l approach for pa r t i al d i f feren t i a l equa t i ons wi t h i n t er -
faces , P h.D. Th esi s , Univers i ty of Wash ington (1994).
[10] Z. Li , A fas t i te ra t ive a lgori thm fo r e l lipt ic inte rface problems,
S I A M J . Nu m e r . A n a l .
35 (1998) 230-254.
[ 11 ] Z . Li , A note o n im me rsed inte rface me thod s for three dim ension al e l l ipt ic equat ions , Co m p u t . M a t h . A p p l .
31 (1996) 9-17.
[12] Z . L i and H. H uang , C onv e rgence ana l ys i s o f t he i mm ersed i n t e r face me t hod , P repr i n t (1995) .
[13] J . Xu , E r ror e s t i ma t e s o f t he f i n i te e l ement m e t hod for t he 2nd orde r e l li p ti c equa t i ons wi t h d i scont i nuous
coeff ic ients , J . X i a n g t a n U n i v e r s i t y 1 (1982) 1-5.